RG2019-0001DR
W
Indian
Wells
N 42ND
AVE
o
Bermuda
w
0
Dunes
3
3
N
N
MILES
AVE
(n
Q~n
...
La I Quinta
w
0
W
0
50TH
52ND
54TH
Indio
COACHELLA CHANNEL
AVE
AVE
VICINITY MAP
NTS
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC
WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE
FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE
PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48)
HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)
777-7048.
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL
REGULATORY, WARNING AND GUIDE SIGNS.
7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS,
TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A CALIFORNIA
REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR
ONLY. PRIOR TO CONSTRUCTION, ALL HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS AND
ACCESSORY TIES ARE TO BE LOCATED OR SET IN THE FIELD AND PRE -CONSTRUCTION CORNER RECORDS
SHALL BE FILED. UPON COMPLETION OF CONSTRUCTION, ALL DAMAGED OR DESTROYED SURVEY MONUMENTS
AND ACCESSORY TIES ARE TO BE RESET AND POST -CONSTRUCTION CORNER RECORDS FILED WITH THE
COUNTY SURVEYOR'S OFFICE IN ACCORDANCE WITH BOARD RULE 464. MONUMENTS NEED TO BE SUBMITTED
TO THE CITY'S PUBLIC WORKS DEPARTMENT PRIOR TO FILING WITH THE COUNTY SURVEYOR. ALL
RESTORATION OF SURVEY MONUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 8771 OF THE
BUSINESS AND PROFESSIONS CODE.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:OOPM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE
TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN
ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY
ENGINEER.
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER
3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A
RESULT OF THE OPERATIONS. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE
CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF
WORK UPON ROADWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO:
A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD
(SWRCB);
B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND
C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL
NON -POINT SOURCE
POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY
THE SWRCB.
ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD
DATA. WHILE DUE CARE WAS TAKEN IN THE PREPARATION OF THIS INFORMATION, MICHAEL BAKER
INTERNATIONAL CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE
INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS
FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY
THEIR HORIZONTAL AND VERTICAL LOCATIONS.IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN
UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MICHAEL
BAKER INTERNATIONAL IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MICHAEL BAKER INTERNATIONAL
WILL REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING
REPAIRS REQUIRED, IN AND EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE
DILIGENTLY THE COMPLETION OF SAID WORK.
IAL TOIL FREE
V*414 % 1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BENCHMARK:
BASIS OF BEARINGS:
CITY OF LA QUINTA BM #430- Description: 1 112' COPPERWELD
THE BASIS OF BEARINGS FOR THIS SURVEY IS
MONUMENT, STAMPED'LS-98', FLUSH AT THE CENTERLINE
THE CALIFORNIA COORDINATE SYSTEM, CCS
INTERSECTION OF AVENUE 54 AND JEFFERSON STREET.
83, ZONE 6, AS DETERMINED LOCALLY BY
ELEVATION = 5.467' (NAVD88)
THE LINE BETWEEN USC&GS STATIONS LA
ELEVATION = 3.216' (NGVD29)
QUINTA C52005 (P491) AND COLLEGE OF
PROJECT ELEVATION AT BM #430
THE DESERT (COTD), (POSITIONS PER
(To obtain Project Elevations in NAVD88 Datum, Subtract 1.564'
NATIONAL GEODETIC SURVEY, NAD83,
from the elevations shown).
EPOCH 2O11,00) AS SHOWN ON THE
(To obtain Project Elevations in NGVD29, Add 0.68T to the
NATIONAL GEODETIC SURVEY PUBLISHED
elevations shown).
DATA SHEETS, BEING: NORTH 40°16'30.20"
ELEVATION = 3.903'
WEST.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SILVERROCK RESORT, PM 37207
PA 2 LUXURY HOTEL AND SPA
ROUGH GRADING PLANS
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN
PREPARED FOR:
SILVERROCK DEVELOPMENT COMPANY, LLC
3551 FORTUNA RANCH ROAD
ENCINITAS, CA 92024
(760) 634-6543
PARCEL 2
1P] 7
1 _.,
INDEX MAP
200 100 0 200
SCALE: 1"=200'
INDEX OF SHEETS
SHEET
DESCRIPTION
1
TITLE SHEET
2
SECTIONS
3
ROUGH GRADING PLAN
4
ROUGH GRADING PLAN
FEMA FLOOD ZONE
PROJECT SITE IS IN ZONE X. AREAS
OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAN.
BASIS OF TOPOGRAPHY
INLAND AERIAL SURVEYS, INC.
7117 ARLINGTON AVENUE, SUITE A
RIVERSIDE, CA 92503
(951) 687-4252
SOILS ENGINEER
SLADDEN ENGINEERING
45090 GOLF CENTER PARKWAY, SUITE F
INDIO, CA 92201
(760) 863-0713
OWNER
SILVERROCK DEVELOPMENT COMPANY, LLC
3551 FORTUNA RANCH ROAD
ENCINITAS, CA 92024
(760) 634-6543
LEGAL DESCRIPTION
LOCATED WITHIN SECTIONS 5 AND 8, TOWNSHIP 6 SOUTH,
RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN
DATE I BY DESCRIPTION
R E V I S 1 0 N S
APP'D I DATE
d
PoQ\No`C36�B�`�F�c\
SOILS ENGINEER
ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS
REPORT NO. 544-18287, 18-08-395, PREPARED BY:
SLADDEN ENGINEERING
45090 GOLF CENTER PARKWAY, SUITE F
INDIO, CA. 92201 p
760-863-0713
760-863-0847 FAX
SOILS ENGINEER'S CERTIFICATE '
THESE PLANS CONFORM WITH THE RECOMMENDATIONS
OF THE SOILS REPORT JOB NO. 544-14059, 17-01-011,
DATED 0 17.
BRET A� QJ _ DATE
EARTHWORK QUANTITIES
CUT
FILL
MASS EXCAVATION
1,306 CY
9,540 CY
NET IMPORT
8,180 CY
NOTE
THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE
ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES FOR
BID SUBMITTAL.
0 ESS/Oy9�
KIT L.
No. C45389
Eep. 09/u0/2 0
CIVIL
€XINEERIt6 "
75410 Gerald Ford Drive, Suite 100
,21
,•i rR F , 0 i - ►`Palmesert, CAPhone (760) 3 67 4811
0 -
MBAKERINTL.COM
INTERNATIONAL
PREPARED UNDER THE DIRECT SUPERVISION OF:
DATE: f J "/
R.C.E. 36718 EXP. 06/30/20
APPROVAL BY:
BRYAN W. MCKINNEY
CITY ENGINEER
R.C.E. NO. 49418
IIIIIIIIIIIIIQ
PLANNING & ZONING COMPLIANCE 0)
CHERI FLORE PLANNING MANAGER DA p
CITY OF LA QUINTA
GRADING NOTES
W
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, U)
LATEST EDITION, AND SOILS REPORT NO. 544-16317, 17-05-210, DATED:JUNE 14, 2017, PREPARED BY:SLADDEN
ENGINEERING, TELEPHONE NO.(760) 863-0713. WWN
LL
2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING
GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.
3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY
DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS
RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER ASTM SPECIFICATIONS AND THE ABOVE
MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3'DEEP AND BE CONSTRUCTED
A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%.
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY
THE UNIFORM.BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY
SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS
DETERMINED BY THE CITY ENGINEER.
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL
SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY
ENGINEER SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS
FOR ROADWAY SUB -BASE.
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND
SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL
FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE
NORMAL REPRESENTATIVE SAMPLINGS.
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD
TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY,
WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY
DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE
FIELD TECHNICIAN.
14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING
BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL
STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES
DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL
ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE
PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL
ADEQUACY OF THE FACILITIES.
18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST
CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY.
ABBREVIATIONS
(501.54) EXISTING ELEVATION
501.54 PROPOSED ELEVATION
CL CENTERLINE
EDF EXTENDED DEPTH FOOTING
FF FINISH FLOOR
FG FINISH GRADE
FL FLOW LINE
FS FINISH SURFACE
GB GRADE BREAK
HP HIGH POINT
LP LOW POINT
PL PROPERTY LINE
PUE PUBLIC UTILITY EASEMENT
R/W RIGHT OF WAY
S SEWER
SD STORM DRAIN
TC TOP OF CURB
TYP TYPICAL
W WATER
WSE WATER SURFACE ELEVATION
ESMT EASEMENT
PROP PROPOSED
EX EXISTING
TMH TOP OF MANHOLE
MH MANHOLE
INV INVERT
RCP REINFORCED CONCRETE PIPE
AC ASPHALTIC CONCRETE
CB CATCH BASIN
TC TOP OF CURB
AC --- ASPHALT CONCRETE
BC --- BEGINNING OF CURVE
BCR -- BEGIN CURB RETURN
BVC -- BEGIN VERTICAL CURVE
CF --- CURB FACE
CONC - CONCRETE
DWY -- DRIVEWAY
DESIGNED
LeikAKit x4 ,illai_1
DATE
EXP. 09/30/20
JOB NUMBER
SM 181f/8
DK DATE 10/15/19
0
LEGEND L
EC --- END OF CURVE
PCC --
POINT OF COMPOUND CURVE
ECR -- END CURB RETURN
PCC --
PORTLAND CEMENT CONCRETE
w
EG -- EXISTING GRADE
PI ---
POINT OF INTERSECTION
EP --- EDGE OF PAVEMENT
PIG --
POINT OF INTER. GUTTER
EVC -- END VERTICAL CURVE
PRC --
POINT OF REVERSE CURVE
0
FG --- FINISHED GRADE
PP ---
POWER POLE
FL --- FLOW LINE
PVI --
POINT OF VERT.INTERSECTION
0
FS --- FINISHED SURFACE
RP ---
RADIUS POINT
G
GB --- GRADE BREAK
R/W --
RIGHT-OF-WAY
GL --- GRADE LINE
S/W --
SIDEWALK
`r
o_
HP --- HIGH POINT
TC ---
TOP OF CURB
�I
TEL --
TELEPHONE BOX
ca
LP --- LOW POINT
WV ---
WATER VALVE
LS --- LANDSCAPE AREA
VC ---
VERTICAL CURVE
MVC -- MIDDLE OF VERTICAL CURVE
LOC -- LENGTH ON CURB
VLT --
VAULT
co
Will ---
WATER METER
NG --- NATURAL GROUND
WSE ---
WATER SURFACE ELEVATION
a
-- PROPERTY LINE
to
PAD ELEVATION . . . . . . . .
369.E
EXISTING ELEVATION . . . . . .
(100.50)
Ld
FINISHED ELEVATION . . . . . .
+101.50
O
CURB & GUTTER . .
EDGE OF PAVEMENT . .
PROPERTY LINE
x
CENTERLINE . . . . . . . . . .
- -
RIGHT-OF-WAY (R/W) . . . . . .
EASEMENT LINE . . . . . . . .
DAYLIGHT LINE . . . . . . . .
PROPOSED STORM DRAIN . . . . .
--
- -
UTILITY GAS LINE . . . . . . .
o
UTILITY TELEPHONE LINE
T -
UTILITY TELEVISION LINE.
TV
Z
UTILITY ELECTRICAL LINE (EDISON) --
E
a
UTILITY WATER LINE . . . . . .
UTILITY SEWER LINE . . . . . .
S -.
CD
0
CITY OF LA QUINUA� CALIFORNIA
S H E E T
o
0
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SILVERROCK RESORT
PA 2 LUXURY HOTEL AND SPA
C _�
ROUGH GRADING PLANS
OF -CA -SHEETS
-
co
TITLE SHEET
DWG. NAME
LOCATED WITHIN SECTIONS
5 AND 8,
Q
o
FILE N 0.
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.&
M.
d
FOR:
CITY PROJECT NO. SDP2=-0005
RGta9-owl
CATCHMENT
* PER GEOTECHNICAL ENGINEER'S
RECOMMENDATIONS
(REAR YARD)
5' BENCH 11 VARIES
**GUESTROOM
2%
EXIST.
POND
A SECTION C SECTION E SECTION
3 SCALE 1"=10' 3 NTS 3, 4 NTS
(REAR YARD)
W
z
6'
VARIES
J
VARIES (10' MIN.)CD
W
(SIDE YARD)
J
m
5' BENCH 5' BENCH
0
12'
J
W m
I **HOTEL
J � PAD
**GUESTROOM
(D F '�\MMX
3
UPPER PAD
2r I MAX.
2%
C0**GUESTROOM
N`qI
2%
LOWER PAD PROP. RET. WALL
2%
VARIES
EXIST.
PARKING
CART PATH
EXIST.
POND
VARIES
N
(FRONT YARD)
VARIES . 10'
ARIES ,-.
' MIN. J
Q v
**GUESTROOM
PAD
PROP. WALKWAY
N
O
0
B SECTION
3, 4 NTS D SECT I ON 4 SE N S I ON
Do
3 NTS
I
J
W
h
0
S
N
Q
NOTE TO GRADING CONTRACTOR
** ALL BUILDING PADS OVER —EXCAVATION SHALL BE PER
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
DIG�ERT
IALTOLL FREE
ffl-8�00227-26W
AT LEAST TWO DAYS
BEFORE YOU ��
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA,
BENCHMARK:
CITY MENT,F LA SINTA BM #4 -98', F cripti AT THE CENT RLINE
STAMPED "LS-98', FLUSH AT THE CENTERLINE
OF AVENUE54ANDJEFFERSONSTREET.
ELEVATION=3.2ELEVATION = 16'(NGVD29)
PROJECT ELEVATION ATBM#430
(To obtain Project Elevations inNAVD88Datum, Subtract 1.564'
from the elevations shown).
(To obtain ProjectElevafionsinNGVD29,Add0.68Ttathe
elevations shown).
ELEVATION = 3.903'
BASIS OF BEARINGS:
THE CALIF OF BEARINGS ORDINA E S S SURVETEM,C IS
THE CALIFORNIA COORDINATE SYSTEM, CCS
83,ZONE6,ASDETERMINEDLOCALLYBY
THE LINE BETWEEN USC&GS STATIONS LA
QUINTA CS2005 (P491) AND COLLEGE OF
THE DESERT (COTD), (POSITIONS PER
NATIONAL GEODETIC SURVEY,NAD83,
EPOCH 2O11.00) AS SHOWN ON THE
NATIONAL GEODETIC SURVEY PUBLISHED
DATA SHEETS, BEING: NORTH 40"16'30.20"�-�
WEST.
75410 Gerald Ford Drive, Suite 100
QFESS /Michael Baker Palm Desert, CA 92211
O 9< Phone: (760) 346-7481INTERSECTION
�Q �� KpyFy MBAKERwTL.coM
I 'rtz I N T E R N A T 1 0 N A L
N°.C36718 A
* * PREPARED UNDER THE DIRECT SUPERVISION OF:
CIV1 �Q
lFOF CAI�FOQ' �� �//
DATE' 7
DA IEL KO VOS R.C.E. 36718 EXP. 06/30/20
APPROVAL BY: CITY OF LA OUINTA
BRYA w. MCKwNEY DATE �0 ;!/( ,
CITY ENGINEER
R.C.E. N0. 49418 EXP. 09/30/20
CITY OF LA (KJINTI� CALIFORNIA
S H E E T
OFF SHEETS
0
0
-
O
j
Q
F—
/
2
SILVERROCK RESORTC_2MONUMENT,
PA2 LUXURY HOTEL AND SPA00
ROUGH GRADING PLANS
SECTIONS
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
DWG. NAME
I'�y
FILE N0.
DATE
BY
DESCRIPTION
APP'D
DATE
DRAWN SM
DESIGNED sM
JOB NUMBER lows
R E V I S I 0 N S
SCALE
AS NOTED
CHECKED DK
DATE
10/16/19
FOR:
CITY PROJECT NO. SDP2016-OM
N8405�7',38„E �f y
124.15
EXIST. �r �a1o°34' 18"�' i ` �-� �'� -- a
i R 190.50' .I
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INV R=50.50' /
PERMISSION TO ✓ ti ^� � Oy\ y l
\ " BE OBTAINED / ° " 5 L=31 .45'+
\ 24 FLARED END SECTION 2 88 53 17 E � - �\ \
\ \ (ADS #241ONP OR APPROVED f 2 \ T r 7 .34' �Z I �� 0=22 09'24" -
�, I I �6 '' EXIST. PARKING
\\ \\ EQUAL) �✓ ' / \ �iP /� J � C r I J L D TO REMAIN
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PAD=30.0 J- u L=19.53'
24" N-12 HDPE � �� 3Z / / \ rya
am \ STORM DRAIN (OR �+✓ i / �\ / > PROP. WALL ti�0 y`o/ /I 2-
� \ APPROVED EQUAL) 138"E / • 1+\ ✓ / FF�0.43 /
PAD=300 PER PRECISE GRADING PLAN �� �. PROP. RET. WALL
�11� Og / �i / D 50.5�g" d'\ \ 0 �-�� \ 36"x36" CATCH BASIN 2a - y�� 4g / PER SEPARATE PLA ; y
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S=0.0146y\ \ `� \ I _15 J AND PERMIT - - 0;,
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BEGIN FENCE - ---
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U.S. FISH AND WILDLIFE SERVICE AND CALIFORNIA�.�v"` ,, �, , l�✓/ 2 �0 Q` a
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DIG AiERT
M, w`
DIALTOLL17P% E
1-800-227-26M
AT LEAST TWO DAYS
BEFORE YOU DO
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BENCHMARK:
CITY OF LA OUINTA BM #430- Description: 1 1/2' COPPERWELD
MONUMENT, STAMPED TS-98", FLUSH AT THE CENTERLINE
INTERSECTION OF AVENUE 54 AND JEFFERSON STREET.
ELEVATION = 5.467'(NAVD88)
ELEVATION = 3.216'(NGVD29)
PROJECT ELEVATION AT BM#430
(To obtain Project Elevations in NAVD88 Datum, Subtract 1,564'
from the elevations shown).
(To obtain Project Elevations in NGVD29, Add 0.687to the
elevations shown).
ELEVATION = 3.903'
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS
THE CALIFORNIA COORDINATE SYSTEM, CCS
83, ZONE 6, AS DETERMINED LOCALLY BY
THE LINE BETWEEN USC&GS STATIONS LA
QUINTA C82005 (P491)AND COLLEGE OF
THE DESERT (COTD), (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 2O11.00)ASSHOWN ON THE
NATIONAL GEODETIC SURVEY PUBLISHED
DATA SHEETS, BEING: NORTH 40°16'30.20"
WEST.
75410 Gerald Ford Drive, Suite 10o
ipF ESS /0Michael Baker Palm Desert, CA 92211
�O e ry, / Phone: (760) 346-7461
�Q �,� KOq F
C �� �c MBAKERINTL.COM
a m I N T E R N A T 1 0 N A L
or No. C36718 A
* * PREPARED UNDER THE DIRECT SUPERVISION OF:
J}9 OIVIV �P
rF FOQ'
Of CAVI � yr ����j4
OWE � /VV�.� DAB' 1
R.C.E. 36718 EXP. O6 30 2O
DA IEL OFiAVO$ / /
APPROVAL BY. CITY OF LA WINTA
BRY W. MCKINNEY DATE �Of3�//S
CITY ENGINEER
R.C.E. NO. 49418 EXP. 09/30/20
CITY OF LA QUINT/ CALIFORNIA
SHEET
C
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OF -4 SHEETS
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C)
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ro
co
j
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a
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PA 2 LUXURY HOTEL AND SPA
ROUGH GRADING PLANS
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
DWG. NAME
FILE N0.
DATE
BY
DESCRIPTION
APP'D
DATE
DRAWN
SM
DESIGNED
SM
JOB NUMBER
181(/8
R E \/ S 0 N S
SCALE
AS NOTED
CHECKED DK
DATE
10/15/19
FOR:
CITY PROJECT NO. SDP2016-0005
\ \Al-
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.80; PERMISSION TO
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PAD=28.0
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/ PERMISSION TO '
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PERMISSION TO EXIST. SD \( J
BE OBTAINED f_ LINE \ !�' N
� ;PERMISSION TOCD
BE OBTAINED + III o
\ Z
EXIST. SD
LINE
J
SCALE:
1"=40'
Jill
DIG AiERT
BENCHMARK:
BASIS OF BEARINGS:
75410 Gerald Ford Drive, Suite 100
APPROVAL BY.
CITY of LA QUINTA
CITY OF LA QUUINTA, CALIFORNIA
S H E E T
0
MJ \M
CITY OF LA QUINTA BM #430. Description: 1 1/2' COPPERWELD
THE BASIS OF BEARINGS FOR THIS SURVEY IS
pFESS /
QR Ory'9!
Michael BakerPalm
Desert, CA 92211
SILVERROCK RESORT
MONUMENT, STAMPED'LS-W, FLUSH AT THE CENTERLINE
THE CALIFORNIA COORDINATE SYSTEM, CCS
�O
Phone: (�so) s4sa4s1
_
C 4
INTERSECTION OF AVENUE 54 AND JEFFERSON STREET.
ELEVATION = 5.467'
83, ZONE 6, AS DETERMINED LOCALLY BY
�Q H Oq F
�� �
MBAKERINTL.COM
D 3/ /%
/
PA 2 LUXURY HOTEL AND SPA
�.
TTTT��TT �+/•� ��.pp����
DLAAL OUFr►rr.
(NAVD88)
THE LINE BETWEEN USC&GE STATIONS LA
�'�,
0 0,
I N T. E R N A T 1 0 N A L
OATEN
ROUGH GRADING PLANS
OF
ELEVATION = 3.216'(NGVD29)
QUINTACS2005(P491)ANDCOLLEGEOf
co
m
Y N.W. MCKINNEY
1-800-227-26M
PROJECT ELEVATION ATBM#430
THE DESERT (COTD), (POSITIONS PER
No.C36718
A
CITY ENGINEER
DWG. NAME
j
(To obtain Project Elevations in NAVD88 Datum, Subtract 1.564'
NATIONAL GEODETIC SURVEY, NAD83,
* *
PREPARED UNDER THE DIRECT SUPERVISION
OF:
R.C.E. NO. 49418
EXP. 09/30/20
Q
AT LEAST TWO DAYS
from the elevations shown).
Add
EPOCH 2011.00) AS SHOWN ON THE
`t/q/V1� P
TFOF
r
JOB NUMBER
LOCATED WITHIN SECTIONS 5 AND 8,
FILE NO.
~
0
DRAWN
DESIGNED
BEFORE YOU DO
(To obtain Project Elevations in NGVD29, 0.68T to the
NATIONAL GEODETIC SURVEY PUBLISHED
DATE
BY
DESCRIPTION
APP'D
DATE
OALNF��
�a
��
�
SM
161T78
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
a
UNDERGROUND SERVICE ALEFT OF SOUTHERN CALIFORNIA
elevations shown).
ELEVATION
DATA SHEETS, BEING: NORTH
WEST.
R E V S O N S
fiw+uLVVV
DATE:
SCALE
AS NOTED
CHECKED
DK
DATE
10/15/19
FOR:
r+ NO. SDP2016-0005
/
DANIEL KORAVOS
R.C.E. 3671 XP. O6 /30/20